Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Public Works Department - PWD Tender
Eprocure
Opening Date5 Aug 2019
Closing Date4 Sep 2019
Tender Amount₹ 2,49,28,239
Costs
EMD
₹ 2,49,282Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEPWD_4979_1Bid Award Id
ViewTender No
05/ACE(P and DU)/PWD(R and B)/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
ii) 3 m to 6m depth.
351.04
-
340.9
... More
Providing and laying of PCC M-15 levelling course 100 mm thick below the pile cap. (including centering, shuttering staging etc. but excluding reinforcement).
Case-I : Using Concrete Mixer
17.72
-
7366.36
... More
Reinforced cement concrete in pile cap complete as per drawings & MoRT&H technical specifications Clauses 1100, 1500, 1700. ( including centering shuttering, staging etc. but excluding reinforcement ). RCC M35 Grade Case -I : Using concrete mixture
206.55
-
9433.56
... More
Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600
46.38
-
53368.47
... More
Bored Cast-in-Situ M-35 grade RCC pile excluding reinforcement complete as per Detailed Drawing & MoRT&H technical specifications Clauses 1100, 1700 and removal of excavated earth with all lifts and lead upto 1000 m . (C) 1200 mm dia.
264
-
13452.96
... More
Pile load test on single vertical pile in accordance with IS-2911(Part-IV)
-
-
-
... More
a. Initial and routine load test
475
-
700
... More
b. Lateral load test
40
-
11300
... More
Construction of Substructure
-
-
-
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement ). RCC M25 Grade Case -I : Using concrete mixture
-
-
-
... More
a) upto 5 m height
96.9
-
9381.69
... More
a) for height above 5 m upto 10m
20.97
-
9627.99
... More
Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in sub structure complete as per drawings & MoRT&H technical specifications Clauses 1600 and 2200
13.03
-
53520.27
... More
Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRT&H Specifications.
1572
-
256
... More
Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.
42
-
257.6
... More
Backfilling behind abutment,wing wall & return wall complete as per drawings,clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200.ii) Sandy materials.
271.73
-
981.63
... More
Providing & laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behind abutment,wing wall & return wall to the full height compacted to a firm condition complete as per drawing & clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200.
61.39
-
4312.5
... More
Construction of Superstructures
-
-
-
... More
Plain / Reinforcement cement concrete in superstructure including all formwards required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100 (including centering, shuttering, staging etc. but excluding reinforcement.
-
-
-
... More
RCC M25 Grade Case -I : Using concrete mixture. i) For solid slab superstructure
288.87
-
11315.83
... More
Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in superstructure complete as per drawings & MoRT&H technical specifications Clauses 1600( Fe 500)
52.84
-
54669.07
... More
Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
17
-
7146.7
... More
Reinforced Cement Concrete Crash Barrier
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.
98
-
4704
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
57600
-
1.2
... More
Providing & laying cement concrete wearing coat M-30 grade including all forworks & required reinforcement complete as per drawings & MoRT&H technical specification clause 2702.(including centering,shuttering,staging etc. but excluding reinforcement)
23.58
-
12971.13
... More
PCC M-15 grade leveling course below approach slab complete including all formworks required as per drawings & MoRT&H technical specification clause 2700
7.54
-
7366.86
... More
Reinforced cement concrete approach slab including reinforcement & formwork complete as per drawings & MoRT&H technical specification clause 2704,1500,1600,1700. A. RCC M -25 Grade.
15.75
-
11483.74
... More
Providing & laying of a strip seal expension joint catering to maximum horizontal movement upto 70mm,complete as per approaved drawings & standard specifications to be installed by the manufacturer / supplier or their authorised representive ensuring compliance to the manufacture's instructions for the installation as per drwaings & MoRT&H technical specification clause 2607.
25.2
-
10619
... More
Construction of Approach road
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201. (I) By Manual Means
(A) In area of non-thorny jungle
0.22
-
54168.5
... More
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5.
B. For spreading within 100 m
437.33
-
58
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
13080.67
-
185.7
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1.
756.77
-
167.9
... More
Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate.
Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (i) For Grading I Material (by mix in place method)
196.38
-
5677.44
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405.
-
-
-
... More
(iii) WBM Grading 2 (by Manual means)
95.53
-
6747.34
... More
(iii) WBM Grading 3 (by Manual means)
95.53
-
7015.11
... More
Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm.
1311.29
-
30.5
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
i) Bitumen of VG-30 (By Manula means)
1311.29
-
235.39
... More
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
A) By Manual Means
Case- IV: Type D (premix fine sand)
(I) Bitumen of VG-30
1311.28
-
46.84
... More
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and as per MoRD Technical specification Clause 1701.2.2.
i) with 900 mm equilateral triangle MS sheeting
2
-
2170.4
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements